Home > Engineering > Civil Engineering > Volume-6 > Issue-3 > Analyses & Design of a Tall Building for Hilly Area Zone V Using STAAD-Pro

Analyses & Design of a Tall Building for Hilly Area Zone V Using STAAD-Pro

Call for Papers

Volume-8 | Issue-3

Last date : 26-Jun-2024

Best International Journal
Open Access | Peer Reviewed | Best International Journal | Indexing & IF | 24*7 Support | Dedicated Qualified Team | Rapid Publication Process | International Editor, Reviewer Board | Attractive User Interface with Easy Navigation

Journal Type : Open Access

First Update : Within 7 Days after submittion

Submit Paper Online

For Author

Research Area


Analyses & Design of a Tall Building for Hilly Area Zone V Using STAAD-Pro


Nilesh Ghidode | Prof. Afzal Khan



Nilesh Ghidode | Prof. Afzal Khan "Analyses & Design of a Tall Building for Hilly Area Zone V Using STAAD-Pro" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-3, April 2022, pp.2189-2197, URL: https://www.ijtsrd.com/papers/ijtsrd49946.pdf

There are various previous studies done for proper planning and good construction practices of multistoried buildings on hilly area. Analysis and design of space building frame for seismic loading and wind pressure is very essential these days because of the construction of high rise buildings. It is also necessary to construct an economical and more durable structure. current work examines the structural behavior of reinforced concrete columns, beam, and footing in sloping geometry. In this study a 16 storey RCC building is analyzed on Hilly Surface. In this study the attempt is made to analyze the multi-storey buildings on sloping ground with and without shear walls. The performance of the building with configurations of shear walls is studied. RCC building models having 16 storeys with straight shear walls and without straight shear walls resting on sloping ground (slope 1V:2.33H) are considered for the study. response spectrum analysis of building is carried out using structural engineering software Staad Pro and the seismic performance of building with shear wall configurations is compared with respect to parameters like base shear, lateral displacement, time period and member forces.

-


IJTSRD49946
Volume-6 | Issue-3, April 2022
2189-2197
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

Thomson Reuters
Google Scholer
Academia.edu

ResearchBib
Scribd.com
archive

PdfSR
issuu
Slideshare

WorldJournalAlerts
Twitter
Linkedin